Hyper-fine cement

ABSTRACT

A process for sealing or strengthening porous molded articles, rock or porous informations. The process comprises using hyper-fine cement having a particle size D 50  of &lt;1 μm as at least one of a sealing agent and strengthening agent.

CROSS-REFERENCE TO RELATED APPLICATIONS

The present application is a divisional of U.S. patent application Ser. No. 12/676,506, which is a National Stage of PCT Application No. PCT/EP08/61791, filed Sep. 5, 2008. The entire disclosure of the parent application is expressly incorporated by reference herein.

BACKGROUND OF THE INVENTION

1. Field of the Invention

The present invention relates to the use of a hyper-fine cement, in particular a hyper-fine cement having a particle size D₅₀ below 1 μm.

2. Discussion of Background Information

Cements such as portland cements are usually produced from natural raw materials by means of a firing process. This forms clinkers. Milling of the clinkers in a dry milling process gives a fine powder, namely the cement. Clinkers have to be milled dry since otherwise the cement formed will set and become unusable. Cements are hydraulic. This means that when mixed with water they set to give a compact moulded article; in this process, the important building block of clinkers, namely monocalcium silicate, forms tricalcium silicate which crystallizes in fine needles which intermesh and thus bring about the strength of the cement block.

Cement mortars are aqueous mixtures of milled cement with sand. Concretes are aqueous mixtures of milled cement with relatively coarse gravel.

The particle size of the milled clinkers is usually above 10 μm. Since the particle size is relatively non-uniform, it is usual to indicate the percentages which are below a particular size. A measure of the fineness which has become established in the cement industry is the Blaine value. Here, a particular amount of air is pumped through a standardized bed of milled cement and the time required for this is measured. The finer the particles, the longer the time required. Another value is the D₅₀. It indicates the per cent by weight of the particles smaller than a given diameter. The finer the clinkers are milled, the greater the strength of the mortar or concrete generally becomes.

In the milling of cement, it is essential that the cement is milled dry, i.e. in the absence of water. Dry milling processes have a distinct lower limit to the particle size which can be achieved, since in the dry state the recombination rate of the particles is significantly higher than, for example, in wet milling processes since charges are formed on the surfaces which have been broken apart and quickly rejoin the particles.

Commercial portland cement has an average particle size distribution having a D₅₀ in the order of 70 μm. Cements having a D₅₀ of 10 μm or somewhat below are referred to as ultrafine cements; commercial ultrafine cements have a D₅₀ in the range from 3 to 8 μm, see FIG. 1. They are obtained from normal cements by separating off the coarser fractions by means of various separation processes.

Ultrafine cements are used, in particular, as additives to coarser mixtures in the petroleum and natural gas industry. Thus, for example, mortar based on ultrafine cement has gained increasing importance in recent years in rock and soil injections for strengthening or sealing. For use of ultrafine cements in the oil and gas industry, these grades should have an excellent penetration capability and excellent strength and keeping qualities so that they can be used for the pressure cementing of oil well matrices or formations, in particular for the control of gas and water (GOR (gas-oil ratio) and WOR (water-oil ratio)).

To produce ultrafine cements, it is usual to employ dry milling since this can be carried out simply and quickly but it requires careful matching of the milling conditions to the respective sample. Apart from dry milling processes, wet milling processes using water are also known, as described, for example, by Naudts, A., Landry E. “New On-site Wet Milling for the preparation of Ultrafine Cement-based Grouts”, 3rd International Speciality Conference on Grouting and Ground Treatment, 10-12. February 2003, New Orleans, La., USA. However, such wet milling using water is only possible if the ultrafine cement is produced on site in situ immediately before injection or treatment, before it becomes hard.

Other processes for producing ultrafine cement are a process in which ultrafine additives having finer particles are added to the cement (Clarke, B., “Performance characteristics of microfine cement”, ASCE preprint 84-023, Atlanta, Ga., American Society of Civil Engineers, New York) and a process in which fine by-products from normal cement production stages are collected (U.S. Pat. No. 5,417,760). As additives which improve some mixing properties and reduce the Blaine value of the cement, slag, fine silica and fly ash are mentioned by Naudts, A., Landry E., Hooey, S., Naudts, W., “Additives and Admixtures in Cement-based Grouts”, 3rd International Speciality Conference on Grouting and Ground Treatment, 10-12. February 2003, New Orleans, La., USA.

Ultrafine cements serve to strengthen or seal loose or porous rock; penetration of the cement made up with water into relatively small pores should also be achieved. However, since many rocks have pores in the lower micron range or even below 1 μm, the process cannot be used in such cases and is therefore very limited overall. In the exploitation of natural gas reservoirs, in particular, this is serious because gas can very easily escape from the rock through even very fine pores and very high losses therefore occur in many natural gas wells.

The object was to provide a process for sealing or strengthening porous moulded articles, rock or porous formations, by means of which even very fine pores of rock can be sealed so that even natural gas under pressure cannot escape. In particular, a cement which can be pumped into even very fine pores of rock and hardens there should be provided.

The object has surprisingly been able to be achieved by a process for producing a hyper-fine cement having a particle size D₅₀ of <1 μm, which comprises the wet milling of cement or cement clinker in a nonaqueous solvent. Since the cement having a D₅₀ below 1 micron which is obtained by the process of the invention can penetrate into even very fine pores, it is of extraordinarily high importance for the sealing of rock, in particular in the case of natural gas wells. The invention is described in detail below.

SUMMARY OF THE INVENTION

The present invention provides a process for sealing or strengthening porous molded articles, rock or porous formations. The process comprises using hyper-fine cement having a particle size D₅₀ of <1 μm as sealing agent and/or strengthening agent.

In one aspect of the process, the sealing may be carried out in oilfields, or it may be carried out in natural gas fields.

In another aspect of the process, the process may comprise pumping or infiltrating a slurry which comprises the cement and water into the porous molded articles, rock or porous formations.

In yet another aspect, the porous moulded articles may comprise at least one of sand, gravel, metal, plastic, and ceramic, or the porous formations may comprise geological formations. For example, the porous formations may comprise formations composed of at least one of sand, earth, and sandstone.

In a still further aspect of the process, the hyper-fine cement may have been obtained by a process that comprises wet milling of a cement or a cement clinker in a non-aqueous solvent to obtain the hyper-fine cement.

In another aspect, the cement may comprise portland cement and/or may additionally comprise at least one cement additive selected from retarders and diffusion blockers.

The present invention also provides a process for at least one of repairing damaged masonry by injection, forming fiber-reinforced cement components by infiltration, strengthening loose earth, strengthening building plaster or render, constructions and walls, sealing or renovating masonry or restoring buildings, producing components by infiltration of powder, and sealing landfills. The process comprises using hyper-fine cement having a particle size D₅₀ of <1 μm.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 shows the particle size distribution of a conventional portland cement (bold line, grade EN 197-1 I CEM II/B-S 32.5 R) and a conventional ultrafine cement (thin line). FIG. 2 shows the particle size distribution of the hyper-fine cement produced as described in Example 1 (thin line) in comparison with the portland cement of FIG. 1, which was used as starting material.

DETAILED DESCRIPTION OF THE INVENTION

The particle size is reported as D₅₀ (particle size D₅₀) in this description. This size parameter is customary in the cement field. The particle size D₅₀ indicates the number of per cent by weight of the sample consisting of particles having a size below the diameter indicated. A particle size D₅₀ of less than 1 μm therefore means that 50% by weight of the sample consists of particles having a diameter of less than 1 μm. Analogously, a D₉₅ indicates that 95% by weight of the sample have a particle size below the length indicated.

Depending on the particle size, the particle size distribution is for this purpose determined by various measurement methods: up to 20-40 μm: sieve analyses; below 10 μm: optical counting methods, electric counting methods, sedimentation techniques; below 1 μm: laser light scattering methods. In the case of the ultrafine cements of the invention such as those obtained in the examples, the D₅₀ can be determined by optical measurement under the microscope, but determination by laser light scattering is more precise.

As cement starting material to be milled, it is possible to use any commercial cement or cement clinker, with the use of cement being preferred. It is possible to use all known grades of cement clinker and cement, for example and without restriction, portland cement clinker, portland cement, slag cement, pozzolanic cement, high-alumina cement, asbestos cement and expanding cement, with portland cements being preferred. It can be advantageous to use a cement having a relatively small particle size as starting material, for example to minimize the energy input required for the hyper-fine milling according to the invention, but it is equally possible to begin with coarser cement grades or cement clinker When cement clinker is used, a multistage process with coarse comminution and fine comminution is generally useful, with coarse comminution also being able to be carried out by dry milling.

The invention is based on the surprising discovery that conventional cement, preferably portland cement, can be milled to significantly smaller particle sizes in a liquid phase than is possible in dry milling However, this was achieved not in aqueous phases but in nonaqueous solvents. Accordingly, the process of the invention comprises the wet milling of cement or cement clinker in a nonaqueous solvent.

As solvent, it is possible to use virtually all customary organic solvents or mixtures of two or more organic solvents. The solvent should by substantially free of water or have a very low water content. Depending on the solvent, it is often usual for small amounts of water to be present, for instance as impurity, which generally does not interfere in the process, so that complicated purification processes are not necessary. The water content of the solvent should not exceed 10% by weight, preferably 5% by weight, e.g. it can be in the range from 5 to 1% by weight or from 2.5 to 1% by weight without the process being adversely affected. Solvents containing less than 1% by weight of water or no water at all are naturally at least equally suitable. Examples of solvents which can be used are aliphatic and alicyclic hydrocarbons such as pentane, hexane and cyclohexane, aromatics such as toluene, halogenated hydrocarbons such as methylene chloride, chloroform, carbon tetrachloride and ethylene chloride, alcohols such as methanol, ethanol, n-propanol, isopropanol, butanols, hexanols and cyclohexanol, ketones such as acetone and butanone, esters such as ethyl acetate and butyl acetate, linear and cyclic ethers such as diethyl ether, dibutyl ether, dioxane and tetrahydrofuran, amides and other nitrogen compounds such as acetonitrile, dimethylformamide and pyridine. Preference is given to using polar solvents, in particular alcohols, with isopropanol being particularly preferred.

Preference is given to adding one or more additional grinding aids to the mixture of cement clinker or cement and nonaqueous solvent to be milled. The presence of a grinding aid in the milling process can additionally improve the comminution of the cement particles, e.g. by a smaller energy input being necessary, the duration of the milling process being able to be shortened and/or even smaller particle sizes being possible. The use of grinding aids is known in the cement industry and it is possible to use all grinding aids known for the milling of cement. Such grinding aids are, for example, listed in cement handbooks.

The use of triethanolamine has been found to be particularly advantageous. Triethanolamine is soluble in polar solvents such as alcohols. The grinding aid is preferably soluble in the organic solvent used.

Grinding aids are generally polar molecules which may have ionic character. Without wishing to be bound by a theory, it is assumed that these grinding aids quickly become attached to the charged surfaces when a particle breaks apart and thus prevent recombination. In the dry state, diffusion of the molecules of the grinding aids to the respective fracture surfaces is very difficult. The effect of grinding aids is therefore restricted in the dry state; this can be seen without difficulty from the limitations of dry milling of the clinker In the organic solvents used according to the invention, on the other hand, the grinding aids are particularly effective.

Examples of grinding aids used in the cement industry are glycols such as ethylene glycol and propylene glycol, amines and their salts, e.g. triethanolamine and its salts, alcohols, hydroxycarboxylic acids, lignosulphonates, fatty acids and their salts and also dry soap/detergent as lubricant and graphite as antistatic and lubricant, with triethanolamine being particularly preferred. A particularly advantageous combination is therefore isopropanol as solvent and triethanolamine as grinding aid.

The mixing ratios of the three components used in the mixture can vary within a wide range and depend, inter alia, on the specific compounds and the milling conditions used. If a grinding aid is used, the weight ratio of grinding aid to cement can generally be, for example, in the range from 0.01 to 1.5, preferably in the range from 0.1 to 0.2. The weight ratio of solvent to cement can also vary within a wide range. An amount of solvent which makes wet milling possible is sufficient, but the amount of solvent can be increased virtually at will. The weight ratio of solvent to cement can, for example, advantageously be in the range from 0.05 to 5 and preferably in the range from 0.3 to 1.0.

The milling process can be carried out using customary apparatuses or comminution machines by means of which powder can be milled in a wet milling process. Examples are mills having loose milling media such as balls, rods or cylinders, e.g. ball, rod, planetary and vibratory mills, homogenizers, turbostirrers, rotary ball mills, stirred ball mills, roll mills and colloid mills such as disc mills. Preference is given to ball mills, with the balls being able to have, for example, a size in the range from 1 to 50 mm. The balls can be, for example, made of zirconia. However, it is naturally also possible to use milling media having a different shape. Rotational ball mills having a rotor and stator are also suitable.

In this way it was possible, for example, to mill a conventional portland cement down to a D₅₀ of significantly below one micron in a ball mill from Retsch in isopropanol with triethanolamine as grinding aid within 120 minutes.

The wet milling process gives a paste, dispersion or slurry of hyper-fine cement having a particle size D₅₀ of less than 1 μm in the nonaqueous solvent. If a grinding aid was used, this is likewise present in the paste, dispersion or slurry. If it is soluble in the solvent, it can be separated off at least partly from the resulting hyper-fine cement relatively easily, if this is desired.

In general, the solvent and, if used, the grinding aid are at least partly separated off again after the milling process. The solvent is usually removed completely in order to obtain a dry powder. This can be effected by any customary known separation process, e.g. by filtration, centrifugation, decantation or distillation. If grinding aid remaining in the cement is also to be removed, this can be effected by means of washing, e.g. with the solvent used in the milling process or else with another organic solvent. If necessary, it is also possible to leave the grinding aid in the cement.

Depending on the separation process, a still moist hyper-fine cement may firstly be obtained, e.g. in the case of filtration or decantation. Such a still moist cement can be converted into a dry, free-flowing powder by drying, if appropriate with heating. The hyper-fine cement obtained has a particle size, determined as the D₅₀, of less than 1 μm. In this way, a dry cement powder according to the invention is obtained, e.g. after filtration using a filter having an appropriately small pore size, if appropriate after washing with a solvent such as isopropanol.

The hyper-fine cement having a D₅₀ below 1 μm obtained by the process of the invention reacts extraordinarily quickly with water to give a solid moulded article.

If required, customary additives such as accelerators, retarders and diffusion-inhibiting additives (diffusion blockers) can be added to the hyper-fine cement of the invention. These are known in the cement industry and are used as a function of the desired properties of the cement.

With regard to examples of such additives which may be used, reference is made to handbooks of cement technology. Examples of retarders customary in the cement industry are sucrose, phosphonic acid derivatives (PBTC) and tetrapotassium pyrophosphate. Examples of diffusion blockers customary in the cement industry are soluble silicates and silicofluorides, milled slag, pumice, diatomite, fly ash, silica dust, stearic, caprylic and oleic acids or their sodium, ammonium, sulphonium and aluminium salts. The cement can naturally also be used in admixture with sand as mortar.

The setting time can be adjusted within the limits usual in the cement industry by means of retarders customary in the cement industry. To achieve additionally improved sealing, diffusion blockers as are customarily used, for example, in the production of watertight concretes (barrier concrete) in the cement industry can also be added to the cements according to the invention. Such diffusion blockers are, for example, listed in handbooks of the cement industry. These additives are commercially available and are always used in the building industry where, for example, watertight ceilings, walls or floors have to be produced.

The hyper-fine cement of the invention can be mixed in dry form with water to produce a slurry, preferably a low-viscosity slurry. After mixing, very fine pores, even pores smaller than 1 μm, can be filled with slurry. This makes it possible to achieve gastight sealing of porous moulded articles, rock or formations. In a preferred embodiment, customary diffusion blockers are added to the cement of the invention. This combination makes it possible to achieve completely gastight seals in porous rock.

The hyper-fine cement of the present invention can be used for any application for which conventional cement can also be used. The hyper-fine cement of the present invention is particularly suitable for sealing or strengthening porous moulded articles, rock or porous formations, preferably for oilfields and particularly preferably for natural gas fields.

The porous moulded articles can, for example, be made of sand, gravel, metal, plastic or ceramic. Porous formations include geological formations such as rocks or soils, with the porous shaped bodies, formations or rocks also being able to be loose assemblies of discrete components such as sand particles or stones in which the interstices between the discrete components form the pores or channels. The porous moulded article can thus also consist of a not yet consolidated powder. Examples of porous formations are soils and formations composed of sand, earth or sandstone and other mineral formations, in particular all types of boulders or rock.

The sealing or strengthening of porous moulded articles, rock or porous formations is preferably carried out by preparing a mixture of the hyper-fine cement of the invention and water, with additives such as retarders and diffusion blockers and sand being able to be added if required, and pumping or infiltrating the resulting slurry into the porous moulded articles, rock or formations, which can, if appropriate, be aided by application of pressure. The cement slurry which has penetrated into the pores or channels of the moulded articles, rock or formations solidifies after a certain time and thus effects the desired sealing or strengthening.

The hyper-fine cement of the present invention is also suitable as additive for polymers or components composed of pressed textiles or natural fibres in order to improve the fire resistance of these materials.

Further specific applications of the hyper-fine cement of the invention or of a cement slurry, mortar or concrete produced therefrom, if appropriate with addition of the abovementioned additives, are, for example, the repair of damaged masonry by injection, the formation of fibre-reinforced cement components by infiltration, strengthening of loose earth, strengthening of building plaster or render, constructions and walls, the sealing or renovation of masonry, the restoration of buildings, the production of components by infiltration of powders, e.g. of sand, gravel, polymers, metal or mixtures thereof, and the sealing of landfills.

EXAMPLES Example 1

40 g of portland cement were mixed with 6 g of triethanolamine as grinding aid. The mixture was then dispersed in 15 g of isopropanol, analytical reagent, as fluid milling medium (wet milling process). The weight ratios of the components were as follows: cement: 65.57%, triethanolamine: 9.84%, isopropanol: 24.59%. The mixture was introduced into a Retsch Cup Mill containing zirconia balls and milled for 2 hours at 500 rpm, alternating cycles, using the following milling conditions:

Amount of milling media (balls): 120 g (corresponds to 3 g/g of cement)

Size of milling media (balls): 3 mm

Milling speed (from 110 to 600 rpm): 500 rpm

Milling time 120 min

After the end of the milling cycle, the balls were separated off by wet sieving using isopropanol, analytical reagent. The hyper-fine cement obtained was dried by evaporation of the alcohol. The particle size distribution and the D₅₀ of the hyper-fine cement are shown in FIG. 2.

Example 2

The procedure of Example 1 was repeated except that 1.5 g of milling media/g of cement were used instead of 3 g of milling media/g of cement and balls of various sizes (2 balls of 20 mm, 10 balls of 10 mm, 150 g of balls of 3 mm) were used instead of balls having a size of 3 mm.

The particle size distribution of the hyper-fine cement obtained was as in Example 1. The use of a combination of various sizes for the milling media thus makes it possible to achieve the same results in terms of the particle size distribution at a lower weight ratio of cement to milling media. 

1. A process for sealing or strengthening porous molded articles, rock or porous formations, wherein the process comprises using hyper-fine cement having a particle size D₅₀ of <1 μm as at least one of a sealing agent and a strengthening agent.
 2. The process of claim 1, wherein sealing is carried out in oilfields.
 3. The process of claim 1, wherein sealing is carried out in natural gas fields.
 4. The process of claim 1, wherein the process comprises pumping or infiltrating a slurry which comprises the cement and water into the porous molded articles, rock or porous formations.
 5. The process of claim 1, wherein the porous moulded articles comprise at least one of sand, gravel, metal, plastic, and ceramic.
 6. The process of claim 1, wherein the porous formations comprise geological formations.
 7. The process of claim 1, wherein the porous formations comprise formations composed of at least one of sand, earth, and sandstone.
 8. The process of claim 1, wherein the hyper-fine cement has been obtained by a process A comprising wet milling of a cement or a cement clinker in a non-aqueous solvent to obtain the hyper-fine cement.
 9. The process of claim 8, wherein process A is carried out in the presence of a grinding aid.
 10. The process of claim 9, wherein the grinding aid comprises triethanolamine.
 11. The process of claim 8, wherein the wet milling is carried out in at least one of a ball mill and a rotational ball mill.
 12. The process of claim 8, wherein process A further comprises mixing the hyper-fine cement in dry form with water to form a low-viscosity slurry.
 13. The process of claim 1, wherein the cement comprises portland cement.
 14. The process of claim 1, wherein the cement additionally comprises at least one cement additive selected from retarders and diffusion blockers.
 15. The process of claim 1, wherein the hyper-fine cement has been obtained by a process B comprising wet milling of portland cement in a non-aqueous solvent which comprises isopropanol and in the presence of a grinding aid which comprises triethanolamine to obtain the hyper-fine cement.
 16. The process of claim 15, wherein process B further comprises at least partly separating the non-aqueous solvent and the grinding aid from the hyper-fine cement obtained after milling.
 17. The process of claim 15, wherein the wet milling is carried out in at least one of a ball mill and a rotational ball mill.
 18. A process for at least one of repairing damaged masonry by injection, forming fiber-reinforced cement components by infiltration, strengthening loose earth, strengthening building plaster or render, constructions and walls, sealing or renovating masonry or restoring buildings, producing components by infiltration of powder, and sealing landfills, wherein the process comprises using hyper-fine cement having a particle size D₅₀ of <1 μm.
 19. The process of claim 18, wherein the hyper-fine cement has been obtained by a process comprising wet milling of a cement or a cement clinker in a non-aqueous solvent to obtain the hyper-fine cement.
 20. The process of claim 18, wherein the cement comprises portland cement. 